Search results

Engineering Structures, 49: 1068-1088
Engineering Structures, 51: 188-199
Journal of Structural Engineering, ASCE, 133(1), 44-56
Conf. on FRP Composites in Civil Engineering, Adelaide, Australia, 811-818
Journal of Structural Engineering, ASCE, Accepted

Evaluation of Public Road Transportation Safety in Akure, Nigeria ADERINLEWO Olufikayo Oluwaseun1,a, *OJO Oluwafemi Oluwadamilola1,b 1Department of Civil and Environmental Engineering, School of Infrastructure, Minerals and Manufacturing Engineering, Federal University of Technology, Akure, PMB 704, Nigeria aoluade2010@gmail.com, boluwafemiojo2023@gmail.com Keywords: Accidents, Safety, Fatal, Clusters, Road maintenance.
This research provides critical data and spatial analysis that can guide engineers and urban planners in designing safer and more efficient transportation systems.
ITE Journals, Institute of Transportation Engineers, 79(1), 54-58
Acta Technica Napocensis: Civil Engineering & Architecture, 60(2)
Journal of Engineering Science, 15(2), 53-70

The research on environment vibration due to Subway with rail pads of frequency-dependent stiffness Fan Yang1, 2, a, Kai Wei1, 2, b and Yanchen Song1, 2, c 1 Key Laboratory of High-speed Railway Engineering, Ministry of Education, Chengdu, China, 610031. 2 School of Civil Engineering, Southwest Jiaotong University, Chengdu, China, 610031.
China Civil Engineering Journal, 1999, 32(1): 26-30(In Chinese) [5] G.X.
Chen: Geotechnical Earthquake Engineering (Science Press, China 2007) (In Chinese) [6] Z.B.
Chinese Journal of Geotechnical Engineering, 2010, 32(5): 731-735(In Chinese) [7] Z.B.
Journal of Disaster Prevention and Mitigation Engineering, 2010, 30(1):53-57(In Chinese)

Recent Development of Codes for Design of Aluminum Structures in Canada Scott WALBRIDGE1, a *, Denis BEAULIEU2,b and Federico MAZZOLANI3,c 1Department of Civil and Environmental Engineering University of Waterloo 200 University Avenue West, Waterloo, Ontario, Canada N2L 3G1 23062 Ave St-Augustin, Lévis, Quebec, Canada G6Z 2L1 3Department of Structures for Engineering and Architecture (DIST), University of Naples, P. le Tecchio 80 - 80125 Napoli, Italy aswalbrid@uwaterloo.ca, bdenis.beaulieu@gci.ulaval.ca, cfmm@cds.unina.it *corresponding author Keywords: aluminum, structures, design codes, bridges, buildings, welds Abstract.
This would make design of aluminum structures seem less foreign to structural engineers who are more familiar with the design of structures using more conventional materials.
Fatigue Correction Factors for Welded Aluminum Highway Structures, Canadian Journal of Civil Engineering, 38:1082-1091
Aluminum Friction Stir Welds: Review of Fatigue Parameter Data and Probabilistic Fracture Mechanics Analysis, Engineering Fracture Mechanics
Performance of Pedestrian-Load Models through Experimental Studies on Lightweight Aluminum Bridges, Journal of Bridge Engineering.

Journal of Materials Science and Engineering B. 5. (2015) 255-262. 10.17265/2161-6221/2015.7-8.001
A synopsis about perlite as building material – A best practice guide for Civil Engineer.
Civil Engineering and Environmental Systems. 20. (2003) 231-254. 10.1080/1028660031000140224
Journal of Asian Architecture and Building Engineering. 11. (2011) 541-552. 10.2495/STR110451
[15] Yuxing Wang, Chunyu Wei, Design optimization of office building envelope based on quantum genetic algorithm for energy conservation, Journal of Building Engineering, Volume 35, (2021) 102048.

Theoretical Analysis and Experimental Research on Upward Capacity of Screw Anchor Yan-Feng Fang 1, a, Hua-Xi Gao1, b, Wei-Wei Duan1, c, Zhong-Jian Sun 1, d . 1 School of Naval Architecture and Civil Engineering, Zhejiang Ocean University, ZhouShan, China 316004 afyf20021976@126.com, bghx2001408@126.com, csuisui2001@126.com,dsunzhongjian@hotmail.com Keywords: Screw Anchor , Capacity , Critical depth, Failure surface Abstract.
Predicted limit capacity of imitated screw anchor is obtained from the equation by T.W.Klym[5] from civil engineering research unit of Canada where, ,,, represents limit capacity(10-2kN), area of plate(m2), Weight density (kN/m 3), diameter of plate(m) respectively. , a parameter relate to friction angle of soil, equals to 26 in medium sand.
Journal of WuHan University of Science and Technology,1997,20(2):223-225Journal of Wunive [2] Hanner TH.Application of Anchorage Technology in Geotechnical Engineering[M],Translated by Hu Ding, in Chinese.
Proceedings of The Twentieth International Conference on Soil Mechanics and Foundation Engineering, 1989:1019-1022 [10] Ashral Ghaly,Adel Hanna.Uplift Behavior of Screw Anchors in Sand[J].Journal of Geotechnical Engineering,1991, 117(5): 773-793 [11] Long Yu, Jun Liu, Xian Jing Kong.
Underground Engineering[M] , In Chinese.

Study on Test and Practical Application of Solidification Treatment of Wasted Mud CHEN Yuana, Wang Jia-canb, Gao Hong-boc, HAN Jian-gangd College of Civil Engineering and Architecture, Hainan University, Haikou, China ahd_cy_0@163.com, bvangaking@163.com, cgaohongbo_dl@126.com (Corresponding author), dxianhjg@163.com Key words: Wasted mud; Solidification treatment; Laboratory test; Environmental problems Abstract.
For ③ sample, the requirements of engineering practice can easily be met by added 1% of cement.
Conclusions (1) Engineering wasted mud should not be discharge directly.
Research on treatment technology of wasted oil-based mud[J].Environmental Engineering, 2008，26(4)：10-13.
(In Chinese) [7] JGJ/T 87-2012, Technical specification for engineering geological prospecting and sampling of constructions[S].

Mechanical Behaviour of Engineered Cementitious Composites under Quasi-Static and High Strain Rate Applications K.
Wahyudi 2, d 1School of Civil and Environmental Engineering, Nanyang Technological University, 50 Nanyang Avenue, Singapore 639798 2Arup Singapore Pte Ltd, 10 Hoe Chiang Road #26-01, Keppel Towers Singapore 089315 aCKHTAN@ntu.edu.sg, bEHYANG@ntu.edu.sg, cskang2@e.ntu.edu.sg, dtrieska.wahyudi@arup.com Keywords: ECC, column removal scenarios, split Hopkinson pressure bar, elevated temperature Abstract.
Li, Tailoring Engineered Cementitious Composites for Impact Resistance.
Proceedings of the 12th World Conference on Earthquake Engineering, New Zealand, 2000
Engineering Structures. 98 (2015) 186-200

Model Test of Valve-pipe Grouting Technology to Soft Ground Xiuguang Song1,2,a, Ya’nan Zang 1,2,b, Qingcun Chen3 ,Jianqing Wu1,2 , Hongbo Zhang1,2 1School of Civil Engineering, Shandong university, Jinan, 250061,China 2 Subgrade Security Engineering Research Center of Shandong Province ,Jinan,250061,China 3 Linyi Municipal Transportation Bureau of Shandong Province , Linyi, 276004,China asongxiuguang@sdu.edu.cn, bzang_yanan@163.com Key words: valve-pipe grouting, model test, the slurry diffusion, concretion body Abstract: There are many engineering diseases during asphalt road operating process caused by poor subgrade bearing capacity or pavement structural strength, mainly as the form of structural cracks, net-shaped cracks, subsidence, rutting.
Due to the engineering diseases of level road caused by poor subgrade bearing capacity or pavement structural strength, analyzing and comparing of various repair and reinforcement method, valve-pipe grouting technology is proposed.
China Journal of Geotechnical Engineering. 2009, 31(12): 1818~1824
China Journal of Geotechnical Engineering, 2006, 28(12): 2134~2138
Study on Engineering Performance and Simulation Experiment of Cement-Based Composite Grouting Material.

Probabilistic Seismic Risk Assessment for Transportation Network Zeng-zhong Wang 1, a, Yu-xin Zhang 1,b 1 College of Civil Engineering, Shanghai Normal University, Shanghai, China ashnuwangzz@yeah.net, byxzh@shnu.edu.cn Keywords: seismic risk assessment; earthquake disaster management; Highway Bridge; transportation network.
Chinese engineering science, 2009.6:28-35(In Chinese) [2] Chen Qifu, Wang Kelin.
Rational seismic fortification for highway bridges [J].China Civil Engineering Journal, 2010, 43(4):99-104 [4] Ellingwood B R, Kinali K.
Journal of Earthquake Engineering, 2007(11):371–382 [10] Brendon A B, Dominic S L.
Journal of Earthquake Engineering, May2009, 11 (3):371-382 [17] Mark G Stewart.